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Roll No.
B.TECH.
ECE053
THEORY EXAMINATION (SEM–VIII) 2016-17
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WATER RESOURCES SYSTEMS
Time: 3 Hours
Max. Marks : 100
Note: Be precise in your answer. In case of numerical problem assume data wherever not provided.
SECTION-A
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Attempt all parts in short. (2×10=20)
- Explain the term stochastic modeling.
- Define the term 'system analysis'?
- Hydrologic measurements are subject to errors. Write the types of these errors.
- A LP problem has all equality constraints. The number of constraints is the same as the number of decision variables. How does the solution change with a change in the coefficients (of decision variables) in the objective function?
- What is a rating curve? Write the equation of a rating curve.
- Write four physical parameters of water quality?
- What is an objective function?
- Define optimal control problems.
- What are decision variables?
- What is the reservoir routing?
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SECTION-B
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Attempt any five of the following : (10×5=50)
- What do you mean by the 'system'? Classify the systems and explain them.
- With reference to a multipurpose project, define the terms: separable costs, joint costs, distributed costs and specific costs.
- What is Lagrange multiplier method? How this is used in planning of water resources systems?
- What do you understand by simulation? Under what conditions, simulation models are better than optimization models and in what conditions, optimization models are better than simulation models?
- A dam is proposed across a river in Himalayas. It will supply water for irrigation. List and explain possible beneficial and harmful environmental consequences of the project.
- Explain the following terms :
- Plan selection
- Plan formulation
- Sensitivity Analysis
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- Differentiate weighting method and constraint method of formulation of a multi objective planning problem. Explain any one of them in detail.
- What is system decomposition? Explain in detail major types of decompositions.
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SECTION-C
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Attempt any two of the following: (15×2=30)
- Explain the following in detail:
- Total, average and marginal cost curves
- Production and objective functions
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- Discount factors and its types.
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- Explain the following in detail:
- Water is supplied from a project for two types of users: rural and urban. The benefits to rural community are given by B1 = 30y1 – 1.5y1² and those to urban community are given by B2 = 10y2 - (y2²/2) .If the total cost of the project is C = 8 + 2y, where y is the aggregate demand, determine the optimum level of water supply. Also, determine the corresponding components of rural and urban water supply levels.
- Solve the following LP problem by simplex method:
Maximize z = X1 + X2
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Subject to x1 + 3x2 = 6
4x1 + 3x2 = 12
3x1-x2 = 36
X1, X2 = 0
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